Fixed Issues in Autodesk Structural Bridge Design 2023.0
Issues Resolved In 2023.0 Hotfix 2
| Project / Structural Analysis |
| Resolved an 'ArrayPos' out of range error for CS 454 assessment load optimization of ALL Model 1. |
| Design Beams |
| Fixed an exception error defining pre-tensioned beam section. |
Issues Resolved In 2023.0 Hotfix 1
| Project / Structural Analysis |
| Resolved the double counting of dead load compilation add ons, which may occur by enveloping non-linear compilations. |
| Resolved CS 454 assessment load optimization creation of different carriageway configurations for subsequent runs of ALL Model 2. |
| Fixed AASHTO LRFD concrete material dependency where density and elastic modulus is based on strength value. |
| Resolved an internal error "variable not found - silica" obtaining stressing and tendon data for a structure containing post-tensioned tendons. |
| Design Beams |
| Fixed improper application of "Enhancement near support" in Eurocode shear design according to Clause 6.2.2(6) for members not requiring shear reinforcement. |
| Design Sections |
| Fixed an interaction curve issue for an inverted T-section. |
| Fixed an issue where the section effective shear depth for AS5100:2017 was reported as the distance from the extreme compression fiber to the centroid of tension reinforcement. The report differed from the calculation which was based on the distance to the outermost reinforcement. An option has added to the Shear Parameters form to specify the shear depth calculation definition. |
Issues Resolved In 2023.0
| Project / Structural Analysis |
| Fixed an issue applying road surface/traffic flow factors to a single vehicle load optimization to CS 454 Assessment Live Load Model 1. |
| Resolved an out of resources error for a structure containing post-tensioned tendons. |
| Fixed an exception error in load optimization due to zero width defined primary carriageway. |
| Design Beams |
| Fixed a steel composite beam short and long term data reporting issue and added modular ratio to the report. |
| Fixed a floating point zero error if switch between existing steel composite design beam components "Plate Girder I" and "Plate Girder - Tub". |
| Design Sections |
| Resolved the overestimation of shear capacity for design sections cracked in flexure when using equation 8.22f from CS 455. |
| Fixed an issue in which duplicated points appear in the design section perimeter when a record is inserted. |
